[1] Záleská, M., Pavlíková, M., Vyšvařil, M., & Pavlík, Z. (2021). Effect of aggregate and binder type on the functional and durability parameters of lightweight repair mortars. Sustainability, 13(21), 11780.
[2] Hassanpour, M., Shafigh, P., & Mahmud, H. B. (2012). Lightweight aggregate concrete fiber reinforcement–A review. Construction and Building Materials, 37, 452-461.
[3] Agrawal, Y., Gupta, T., Sharma, R., Panwar, N. L., & Siddique, S. (2021). A comprehensive review on the performance of structural lightweight aggregate concrete for sustainable construction. Construction Materials, 1(1), 39-62.
[4] Xiong, B., Falliano, D., Restuccia, L., Di Trapani, F., Demartino, C., & Marano, G. C. (2023). Mortar with substituted recycled pet powder: Experimental characterization and data-driven strength predictive models. Journal of Materials in Civil Engineering, 35(9), 04023312.
[5] Zhang, M. H., & Gjorv, O. E. (1991). Characteristics of lightweight aggregates for high-strength concrete. Materials Journal, 88(2), 150-158.
[6] Muñoz-Ruiperez, C., Rodríguez, A., Gutiérrez-González, S., & Calderón, V. (2016). Lightweight masonry mortars made with expanded clay and recycled aggregates. Construction and Building Materials, 118, 139-145.
[7] Kai, M. F., Hou, D. S., Sanchez, F., Poon, C. S., & Dai, J. G. (2023). Nanoscale insights into the influence of seawater (NaCl) on the behavior of calcium silicate hydrate. The Journal of Physical Chemistry C, 127(18), 8735-8750.
[8] Corinaldesi, V., Nardinocchi, A., & Donnini, J. (2014). Lightweight aggregate mortars for sustainable and energy-efficient building. Advanced Materials Research, 980, 142-146.
[9] Güneyisi, E., Gesoğlu, M., Altan, I., & Öz, H. Ö. (2015). Utilization of cold-bonded fly ash lightweight fine aggregates as a partial substitution of natural fine aggregate in self-compacting mortars. Construction and Building Materials, 74, 9-16.
[10] Kai, M. F., Li, G., Yin, B. B., & Akbar, A. (2023). Aluminum-induced structure evolution and mechanical strengthening of calcium silicate hydrates: An atomistic insight. Construction and Building Materials, 393, 132120.
[11] Dadd, L., Xie, T., Bennett, B., & Visintin, P. (2024). Exploring the physical and mechanical characteristics of multi-generation recycled aggregate concrete at equivalent compressive strengths. Journal of Cleaner Production, 451, 141965.
[12] Koksal, F., Gencel, O., & Kaya, M. (2015). Combined effect of silica fume and expanded vermiculite on properties of lightweight mortars at ambient and elevated temperatures. Construction and Building Materials, 88, 175-187.
[13] Mo, K. H., Lee, H. J., Liu, M. Y. J., & Ling, T. C. (2018). Incorporation of expanded vermiculite lightweight aggregate in cement mortar. Construction and Building Materials, 179, 302-306.
[14] El-Gamal, S. M. A., Hashem, F. S., & Amin, M. S. (2012). Thermal resistance of hardened cement pastes containing vermiculite and expanded vermiculite. Journal of Thermal analysis and Calorimetry, 109(1), 217-226.
[15] Köksal, F., Serrano-López, M. A., Şahin, M., Gencel, O., & López-Colina, C. (2015). Combined effect of steel fibre and expanded vermiculite on properties of lightweight mortar at elevated temperatures. Materials and Structures, 48, 2083-2092.
[16] Koksal, F., Sahin, Y., & Gencel, O. (2020). Influence of expanded vermiculite powder and silica fume on properties of foam concretes. Construction and Building Materials, 257, 119547.
[17] Koksal, F., Mutluay, E., & Gencel, O. (2020). Characteristics of isolation mortars produced with expanded vermiculite and waste expanded polystyrene. Construction and Building Materials, 236, 117789.
[18] Assis Neto, P. C. D., Sales, L. P. B., Oliveira, P. K. S., Silva, I. C. D., Barros, I. M. D. S., Nóbrega, A. F. D., & Carneiro, A. M. P. (2023). Expanded vermiculite: a short review about its production, characteristics, and effects on the properties of lightweight mortars. Buildings, 13(3), 823.
[19] Assis Neto, P. C. D., Sales, L. P. B., Oliveira, P. K. S., Silva, I. C. D., Barros, I. M. D. S., Nóbrega, A. F. D., & Carneiro, A. M. P. (2023). Expanded vermiculite: a short review about its production, characteristics, and effects on the properties of lightweight mortars. Buildings, 13(3), 823.
[20] Cintra, C. L. D., Paiva, A. E. M., & Baldo, J. B. (2014). Masonry mortars containing expanded vermiculite and rubber aggregates from recycled tires-Relevant properties. Cerâmica, 60, 69-76.
[21] Schackow, A., Effting, C., Folgueras, M. V., Güths, S., & Mendes, G. A. (2014). Mechanical and thermal properties of lightweight concretes with vermiculite and EPS using air-entraining agent. Construction and building materials, 57, 190-197.
[22] Silva, L. M., Ribeiro, R. A., Labrincha, J. A., & Ferreira, V. M. (2010). Role of lightweight fillers on the properties of a mixed-binder mortar. Cement and Concrete Composites, 32(1), 19-24.
[23] Palomar, I., Barluenga, G., & Puentes, J. (2015). Lime–cement mortars for coating with improved thermal and acoustic performance. Construction and Building Materials, 75, 306-314.
[24] Xu, Y., Ye, F., Xiong, B., & Demartino, C. (2024). Mortar with natural light-weight expanded vermiculite aggregate: Physical and mechanical properties. Construction and Building Materials, 440, 137226.
[25] Koksal, F., del Coz Diaz, J. J., Gencel, O., & Alvarez Rabanal, F. P. (2013). Experimental and numerical analysis of new bricks made up of polymer modified-cement using expanded vermiculite. Comput. Concr, 12(3), 319-335.
[26] Xu, B., Ma, H., Lu, Z., & Li, Z. (2015). Paraffin/expanded vermiculite composite phase change material as aggregate for developing lightweight thermal energy storage cement-based composites. Applied Energy, 160, 358-367.
[27] Tie, T. S., Mo, K. H., Alengaram, U. J., Kaliyavaradhan, S. K., & Ling, T. C. (2022). Study on the use of lightweight expanded perlite and vermiculite aggregates in blended cement mortars. European Journal of Environmental and Civil Engineering, 26(8), 3612-3631.
[28] International Organization for Standardization (ISO). (2009). Cement, Test Methods, Determination of Strength. ISO 679.
[29] Lai, D., Demartino, C., & Xiao, Y. (2022). High-strain rate compressive behavior of fiber-reinforced rubberized concrete. Construction and Building Materials, 319, 125739.
[30] ASTM, ASTM C1260:Standard Test Method for Potential Alkali Reactivity of Aggregates (Mortar-Bar Method), American Society for Testing Materials, 2023.
[31] ASTM, ASTM C305: Standard Practice for Mechanical Mixing of Hydraulic Cement Pastes and Mortars of Plastic Consistency, American Society for Testing Materials, 2023.
[32] شیرین آبادی, رضا , موسوی, احسان و طهماسبی, محمد علی . (1400). تحلیل آزمایشگاهی و عددی به منظور ارزیابی تأثیر هندسه و اندازه مغزه بر مقاومت فشاری تک محوره بتن. نشریه علمی-پژوهشی مکانیک سنگ, 5(شماره 4), 63-75.
[33] ASTM, A. (1986). Standard test method of unconfined compressive strength of intact rock core specimens. ASTM Publication.
[34] ASTM, ASTM D2664-04: Standard Test Method for Triaxial Compressive Strength of Undrained Rock Core Specimens Without Pore Pressure Measurements (Withdrawn 2005), American Society for Testing Materials, 2017.
[35] ASTM, ASTM D5731-16: Standard Test Method for Determination of the Point Load Strength Index of Rock and Application to Rock Strength Classifications, American Society for Testing Materials, 2017.
[36] هوک و براون(1376)، سازه های زیر زمینی در سنگ(ترجمه احمد فهیمی فر)، آزمایشگاه فنی مکانیک خاک وزارت راه و ترابری، تهران.
[37] ASTM Committee D-18 on Soil and Rock. (2016). Standard test method for splitting tensile strength of intact rock core specimens. ASTM International.
[38] ASTM, ASTM C1383-23:Standard Test Method for Measuring the P-Wave Speed and the Thickness of Concrete Plates Using the Impact-Echo Method, American Society for Testing Materials, 2024.
[39] Moradian, Z. A., & Behnia, M. (2009). Predicting the uniaxial compressive strength and static Young’s modulus of intact sedimentary rocks using the ultrasonic test. International Journal of Geomechanics, 9(1), 14-19.
[40] ASTM C642, A. (2013). Standard test method for density, absorption, and voids in hardened concrete. ASTM, ASTM International.